Skip to main content

Posts

Showing posts with the label Engineering Formulas

Featured Post

Why I Wrote The Sheet Mechanic (And Why Calculations Aren’t Enough)

For engineers who already know the math—but still lose projects. For the last few years, I’ve been sharing technical guides here on Mechanical Design Handbook —how to size a motor, how to calculate fits, and (as you recently read) how to choose between timing belts and ball screws. But after 25 years in industrial automation, I realized something uncomfortable: Projects rarely fail because the math was wrong. They fail because: The client changed the scope three times in one week. A critical vendor lied about a shipping date (and no one verified it). The installation technician couldn’t fit a wrench into the gap we designed. University taught us the physics. It didn’t teach us the reality. That gap is why I wrote my new book, The Sheet Mechanic . This is not a textbook. It is a field manual for the messy, political, and chaotic space between the CAD model and the factory floor. It captures the systems I’ve used to survive industrial projec...
NEW RELEASE: Stop trying to be a Hero. Start being a Mechanic. Get "The Sheet Mechanic" on Amazon »
Disclosure: As an Amazon Associate, I earn from qualifying purchases.

Column Design: The J.B. Johnson Formula for Short Columns (Part 5)

Figure 1: The Critical Stress curve. Note how the J.B. Johnson parabola is tangent to the Euler curve at C c , creating a perfectly smooth transition between failure modes. The Danger of the Wrong Formula In Column Design (Part 4) , we introduced the Euler formula. However, Euler's equation assumes the column fails purely by elastic instability (buckling). If you try to apply Euler's formula to a Short Column (where the slenderness ratio KL/r is less than the transition value C c ), the results are dangerous. The formula will predict a critical load much higher than the column can actually support. In reality, the material will yield (crush) long before it buckles theoretically. Advertisement Search for Structural Analysis Books The J.B. Johnson Formula To accurately predict failure in short or intermediate columns, we use the J.B. Johnson parabolic formula. Recall: The Column Constant (C c ) Before...

Column Design Guide: Euler's Formula for Buckling (Part 4)

Figure 1: Elastic buckling is a geometric instability. Long columns fail by sudden bowing, not by material yielding. Entering the Euler Domain In Column Design (Part 3) , we established the "Decision Rule." If your actual Slenderness Ratio (KL/r) is greater than the Column Constant (C c ), your column is classified as Long . For these slender members, failure occurs via Elastic Instability . We calculate the Critical Load (P cr ) using the famous formula derived by Swiss mathematician Leonhard Euler in the 18th century. Advertisement Search for Mechanical Engineering Handbooks The Euler Formula The critical buckling load is defined as: P cr = π 2 E A (KL / r) 2 We can also express this in terms of the Moment of Inertia (I) by substituting r 2 = I/A. This is often the more convenient form for design: P cr = π 2 E I (KL) 2 ...

Column Design: Effective Length and Slenderness Ratio (Part 2)

Figure 1: The "K" factor adjusts the actual length based on how rigid the supports are. Fixed ends (rigid) make the column effectively shorter and stronger. The Critical Factors in Buckling In Column Design (Part 1) , we established that a column will buckle around its "weakest" axis—the one with the minimum radius of gyration ( r min ). However, the geometry of the cross-section is only half the story. The way the column is held at its ends (its boundary conditions) dramatically affects its strength. This introduces the concept of Effective Length . Advertisement Search for Machine Elements Design Books 1. Effective Length (Le) The effective length is not always the actual length of the column. It is the length of an equivalent pinned-end column that would have the same buckling load. We calculate it using the formula: Le = K × L Where: L: The actual unsupported length of the colu...

Column Design: Understanding Buckling and Radius of Gyration (Part 1)

Figure 1: Buckling always occurs about the "Weak Axis," which is determined by the minimum Radius of Gyration. What is a Column? In the definition of mechanical engineering, a column does not have to be a vertical pillar like in architecture. A column is defined as any structural member that carries an axial compressive load and tends to fail by elastic instability ( buckling ) rather than by crushing the material. This includes connecting rods in engines, hydraulic piston rods, and even truss members in a bridge. Search for Strength of Materials Books Advertisement The Phenomenon of Buckling Buckling (or elastic instability) is a dangerous failure mode. It occurs when the shape of the column is not sufficient to hold itself straight under load. Unlike "crushing," where the material yields because the stress exceeds its limit, buckling is a geometric failure . At a specific "Critical ...

Chain Drive Formulas: Pitch, Length & Center Distance (Part 3)

Key Geometric Calculations In Part 2 , we analyzed the loads. Now, we must size the geometry. Designing a chain drive involves a specific sequence: determining the sprocket size, estimating the center distance, calculating the required chain length in "pitches," and then recalculating the exact center distance. Search for "Machine Elements in Mechanical Design" Advertisement 1. Pitch Diameter The pitch diameter is the theoretical circle that passes through the centers of the chain pins. D1 = Pitch Diameter of Driver Sprocket (Small) D2 = Pitch Diameter of Driven Sprocket (Large) N1 = Number of Teeth on Driver N2 = Number of Teeth on Driven p = Chain Pitch D 1 = p sin( 180 / N 1 ) Calculator Note: Most calculators default to Degrees mode. If using Degrees : Use 180 / N If using Radians (e.g., Excel): Change 180 to Ï€ → sin(Ï€ / N) ...